• 제목/요약/키워드: 2nd-reinforced ply

검색결과 3건 처리시간 0.019초

2차 접착된 Sandwich 구조의 굽힘에 관한 실험연구 (An Experimental Study on the Bending Behavior of F.R.P. Sandwich Structure with 2nd Reinforced Bonding)

  • 김익태
    • 한국해양환경ㆍ에너지학회지
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    • 제19권1호
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    • pp.47-51
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    • 2016
  • 2차 보강 접착을 한 F.R.P. sandwich 보에 대한 굽힘 거동 특성을 실험적으로 연구하였다. 굽힘 실험을 위해 시편의 면재는 chopped mat 300-450, roving clothes 570과 심재는 urethane foam core, resin은 불포화 polyester 713-bp 선박용을 사용하였고 Resin과 Fiber의 비율을 55 대 45로 하여 제작하였다. 이 연구의 주요 목적은 double-strap-joint 로 2차 보강한 샌드위치 보의 정확한 굽힘 거동특성을 알기 위해서이고 2차 보강 접착을 이용한 sandwich 구조의 설계, 유지 및 보수 시의 2차 보강 ply의 두께 및 길이 결정을 제안했다.

Double-lap-joint 로 2차 보강 접착을 한 FRP Sandwich Beam의 굽힘 거동 특성에 관한 연구 (A Study on bending behavior of FRP sandwich beam with 2nd reinforced by double-lap-joint)

  • 손충열;김익태;노민식;김성준;김상호
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 춘계학술대회 논문집
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    • pp.185-190
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    • 2002
  • It has made a special study of bending behavior of F.R.P sandwich beams with bonded 2nd-reinforced plies. Specimens were made of Chopped Mat 300-450, Roving Clothes 570 and the mixture weight ratio of Resin versus hardener was 55:45 for bending tests. it was fabricated by hand lay-up method, hardened for 24 hours in nature, cut specimens according to ASTM standard C393-94 Knowing exact behavior of bonded area's stress and strain depends upon various bonded F.R.P length on which covered lap joint. We also considered shear stress in adhered area and have done computational estimation by ANSYS as well. This study reveals that the length of plies covered lap joint are longer, Failure stresses are remarkably larger.

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FRP 본딩한 복합재료의 인장을 받는 Double Lap 조인트의 음력과 접합 조인트의 특성 (A study of FRP bonded Double lap joints of Tensile and bonded joint Characteristic)

  • 손충열;김익태;최재원;이강수
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2000년도 추계학술대회 논문집
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    • pp.47-52
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    • 2000
  • F.R.P specimens were made by mixture CM(chopped mat) 450-104 matrix & RC(roving clothes)570-100 Roving, the mixture ratio Resin: hardener (92:8) for tensile test. It was also made of plates by hand lay-up method and was been cured for 24 hours and then was cut tensile specimens in accordance with ASTM D638 Type 3. Knowing exact behavior of bonded area's stress and strain when the tensile test was going on, the test specimens were made of 2 plies laminae of F.R.P in each for supporting cut part in middle of specimen length. And in middle part also were covered of F.R.P plies of 1/2, 2/3 length of specimen in each as well. Also we consider shear stress in adhered area. This study reveals that as plys length is more longer, rupture stress grows remarkably larger.

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